Analisa Distribusi Perjalanan Dijalan Tol Kualanamu Tebing Tinggi (JMKT)

Abstract

This study discusses how the development of Kualanamu Tebing Tinggi Toll Road development in which this study aims to determine the composition of incoming and outgoing traffic through Kualanmu-Tebing Tinggi Toll Road, to determine the origin and destination zones of vehicles starting from group II to group V , as well as to find out the performance of toll road sections through the Capacity Assessment (V / C) Ratio that refers to the 1997 Indonesian Road Capacity Manual (MKJI). The method used in this study is to make observations and data collection by surveying directly to the field, and when collecting data this study uses primary data and secondary data. The results of data analysis show that the highest volume of traffic flow on the high-cliff kualanamu road occurs on Sundays which are dominated by vehicles of class I, while the results of the capacity (V / C) ratio from the JMKT road to the Balmera Toll Road are at 0.32 smp / hour with indicator B, and vice versa from Belmera Toll to JMKT Toll The capacity comparison results (V / C) are at 0.32 pcu / hour with indicator B where the current is stable but the operating speed is starting to be limited by traffic conditions, the driver has the freedom enough to choose speed.